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HomeMy WebLinkAbout0179 BRISTOL AVENUE - Health �7179 BristofAVenue Hyannis A = 291 107 e a lL `a Health Department Drop-Off Hours: 8:00 A.M — 4:30 P.M Town of Barnstable Received by Hem �'THE Regulatory Services Department oQ4 Richard V.Scali,Director • BABNWABLK ,;n r Public Health Division 39. Thomas McKean,Director �, 200 Main Street,Hyannis,MA 02601 � Office: 508-862-4644 Fax: 508-790-6304 ACCESSORY AFFORDABLE APARTMENT SEPTIC QUESTIONNAIRE Property Address: I 60,40 an r)!S RIO-- Assessor's Map/Parcel Number: Applicant(s) Name: -� 6 1c, 7'1 Phone: 58��3y� E-Mail: Size of Lot: 2a. How many bedrooms exist at your property now? 2b. How many bedroom are you planning to add as part of the Accessory Affordable Apartment Program application? 2c. How many bedrooms total are proposed at this property (including the Accessory unit)? 2e. Is the p/poposed Accessory Apartment contained within: `/ the main house; OR a detached structure 2f. Submit floor plans for all buildings on the entire property. Show all existing rooms in the dwelling and the proposed accessory apartment. Label each room clearly. Label measured width of all open doorways. Use straight edge for hand drawn plans and re II labeling is legible. Signed. Date: / • 1 ACCESSORY AFFORDABLE APARTMENT SEPTIC QUESTIONNAIRE FOR STAFF USE ONLY 1. Is the dwelling connected to Town sewer? ❑ Yes ❑ No 2. Dwelling located ❑ INSIDE ❑ OUTSIDE the Saltwater Estuary Protection Zone 3. Dwelling located ❑ INSIDE ❑ OUTSIDE public supply well Zone of Contribution 4. Dwelling is connected to ❑ ON-SITE WELL ❑ PUBLIC WATER I 5. Disposal works construction permit on file? ��es � 0 No 6. If yes, how many bedrooms were allowed by this permit: 1 bedrooms 7. Were building permits obtained for additional bedrooms? ❑ Yes ❑ No 8. Engineered septic system plan: a. On file at the Health Division? ❑ Yes ❑ No b. If proposed accessory unit is detached from principal dwelling, is that plan on file? [--]Yes ❑ No 9.' Existing septic system capacity is bedrooms For the accessory unit to receive approval from the Health Department the following action must occur: ❑ Existing system accommodates proposed additional bedroom(s) ❑ Upgrade existing system to accommodate additional bedroom(s) ❑ Must remove a bedroom from the main house ❑ Must connect detached structure to the existing septic system ❑ Must install septic system for the detached structure ❑ Other Signe Date �s I � ' �•J GO V L � S c � l TOWN OF BARNSTABLE .\ LOCATION /7? 16-1.5io/ Au`t SEWAGE # Icvf-172 VTi.I,AGE � ►') t'1 1,5 ASSESSOR'S MAP & LOT91 INSTALLER'S NAME&PHONE NO. C w Aj cf o 8 SEPTIC TANK CAPACITY /UO in a/ LEACHING FACILITY: (type) 30 n f 124 r(size) NO.OF BEDROOMS BUILDER OR O r C ow PERMTTDATE: -76COMPLIANCE DATE: I 12C74 — Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility VO z Feet Private Water Supply Well and Leaching Facility (If any wells exist Ny Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 6 J LAo CA-) ww 03 • w www � +� No. �0�_ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppfication for Migpogal �bpgtem Con5truction Permit Application for a Permit to Construct( , )Repair IX Upgrade( )Abandon( ) ElComplete System >111dividual Components Location Address or Lot No. ' Q Owner's Name Address and Tel.No.� r�� Assessor's Map/Parcel `1 � v1 i o �'rZu Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. SLAG- 3335 Type of Building: Dwelling No.of Bedrooms A Lot Size^T0 sq.ft. Garbage Grinder Other Type of Building t, bMk No. of Persons 4- Showers( �Ca teria(tom) Other Fixtures LAtj4-roeY . K'tTctfP\3 soc} L-Ay joe.Y Design Flow D gallons per day. Calculated daily flow ��'� S� gallons. Plan Date S Number of sheets Revision Date Title l� Size of Septic Tank ype of S.A.S. Is— 3bSb'S _T-R7WCA AiJi; rZ€��-'ro Pt�n1 Description of Soil `C Nature of Repairs or Alterations(Answer when applicable) —Z1 EF6tz -ro 7y"t4 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Sig � Date y' �_ 00 Application Approved by Date Zk Application.Disapprov for the following reas s Permit No. ' Date Issued No. Fee I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION .TOWN OF BARNSTABLE, MASSACHUSETTS ZippYicatton for Diopont bpgtem Cottgtruction Permit K , Apphcati"on fora Permit to Construct( . )Rep ( Upgrade( )Abandon( ) El Complete System Individual Components Location Address or Lot No. ��9 �C� 1 �� Owner's Names„ dd ss and Tel.No;\ Assessor's Map/Parcel scu_� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. C�,pai l o ��1'i. 'S t 1F1�1 _h3u. SJCS. �y6- 3335 � SyF1-a�9G —*•Type,00f Building: Dwelling No.of Bedrooms Lot Size a a\l� sq.ft. Garbage Grinder 44 Other Type of Building O e No. of Persons '4" Showers( � Ca eteria(�) Other Fixtures ��1tJA-M'' _'Y , K1TrVAV,3 _4IJIc, Lpy joe-Y Design Flow 1.140 gallons per day. Calculated daily flow �T�o 5�' gallons. Plan Date to O S Number of sheets 1 Revision Date Title S ms�Qr O C ^� Size of Septic Tank \S-T 1 Type of S.A.S. 5 2�6So IS TRF�JC�-1 `+ EF62_ ZD Aq 0 I�E�6� Ta Pt Anl Description of Soil Y 1 r Nature of Repairs or Alterations(Answer when applicable) x ~fjk it l 4 Date last inspected: ' a Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health Sig ed ., e Date W- ,_Z/ooj Application Approved b ,/<2> Date Application Disapproved for the following reaso r � 5 Permit No. �- 1 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded$, ) Abandoned( )by C aPe w�4 t at hasbeen constructed in accordance with the provisio of Title 5 and the for Disposal System Construction Permit No. � dated Installer Cv3 1� Designer �4 The issuance of this pe- }shall not be construed as a guarantee that the yste�tr wi 1 fun`fion as designed. Date l c f�zJ Inspector 1 __ __ _ _ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mqu al *p5tem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade j,)Abandon( ) System located at 1 -7 q III' y L #4 vF 1 4:�yq ^h�S ✓h " and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction st be bmplete within three years of the date lV( ofspermi� �� Approved bYDate: . !�C / - TOWN OF BARNSTABLE LOCATION /7q &15Z,0/ Aµ(. SEWAGE# atvf VILLAGE l�a A el IS ASSESSOR'S MAP &LOT INSTALLER'S NAME&.PHONE NO. C w mil SO? VoIE 0 8 SEPTIC TANK CAPACITY /oe)n a �� 4� size LEACHING FACILITY: (type) 3050 -fi n�� r (size) yyY NO.OF BEDROOMS BUILDER OR OWNER r i c ow PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility &,0 L Feet Private Water Supply Well and Leaching Facility (If any wells exist Ny Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N Feet Furnished by a A 1 a 27. 1 ' H I Ic�•� 2 S 9 3 31 . 1 A f . 0 y� J n r J116/03 Notice: This Form Is To Be Used For the Repair'Of Failed Septic Systeifis. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM L E'S.3VA%? hereby certify that the engineered plan signed by me dated 4 JZ61 o S ,concerning the property located at 433 e-aS ® AyE lk,4 40Na`�) meets, all of the. following criteria: • This failed system is connected to'a residential dwelling only. There.are no.commercial or business uses associated with the:dwelling: • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this factor.may conduct deep test holes and percolation tests at-the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will-be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable) Please complete the following: A) Top of Ground Surface Elevation(using GIS information). ®o C0 B) G.W.Elevation +adjustment for high G.W. c;t, DIFT'ERENCE•BETWEEN A and B SIGNED : DATE: 2.,5 as NOTICE Based upon the above information;a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. y.tsepac\pa=wM.doc 411 Permit Number Date: Completed by: HIGH GROUNDWATER LEVEL COMPUTATION Site Location: c0 ���® �>�e� %APMX1Z, Lot No. 1� Owner: �ac-i i ,. C� Address: Contractor: 5_�R.nU• '613CS Address:— Notes: STEP 1 Measure depth to water table tonearest 1/10 ft. .............................................................................. .Date �L �OcS o�5 month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site:and determine: OAppropriate index well.................................................... 2+�60 OBWater level range zone ..................................................... e STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to _ water level for index well ........................... I� Z2,t month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and'water•level zone (STEP 2B) determine water-level adjustment ............................................. STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) from measured depth to water levelat site (STEP 1) ..................................................;.......................................................... .9 Figure 13.--Reproducible computation form, 15 q w 8i a o 9 LOCATION / SEWAGE PERMIT NO. VILLAGE G o % i o 7��/S To A/il INSTALLER'S NAME i ADDRESS e UIIDE R OR OWNER ,DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �yU o _� ' r a�-s' ��p'"S'_ � � � � �� �� O �J � J D �_�� � � � � -;, i �. ���� i ��� �% I� -77�- aa �5l 4,) me5- 1 �ue-E comma over 3 ' yc�/ � tip CVA Agostinelli, Joan To: McKean, Thomas Subject: TRICIA HOWARD The note which was left for you is about: 179 Bristol Avenue - Hyannis 291-i07 She says she left 3 pieces of paper for you to review which pertained to the number of bedrooms (3 or 4) She did not keep a copy of her paperwork. She was very VAGUE and was not anxious to give me ANY information. Joan 1 Agostinelli, Joan To: McKean, Thomas Subject: Tricia Howard RE: The VAGUE NOTE FROM TRICIA HOWARD RE: 179 Bristol Avenue Hyannis She says she left you 3 pieces of paper and she needs you to call her. 428-778-2346 She WAS VERY VAGUE and would NOT give me any additional information. When I asked her questions, she said it didn't matter. 1 Town of Barnstable °FINE TQr, C Regulatory Services Thomas F. Geiler,Director • BABNSTABIM MAW Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 4/29/05 Designer: Shay Environmental Services, Inc. Installer: Capewide Enterprises, LLC Address: P.O. Box 627 East Falmouth Address: P.O. Box 763, MA 02536 Centerville, MA On 4/27/05 Capewide Enterprises, LLC was issued a permit to install a (date) (installer) septic system at 179 Bristol Avenue, Hyannis, MA_based on a design drawn by (address) Shay Environmental Services, Inc. dated 64/26/05 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. XX I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. ZH OF MAssgc CARMEN ( staller's Sign e �� E. ; SHAY No. 1181 ]STE?- (Designer's Signature) (Affix De p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form I • SWING TIE SCHEDULE CID CORNER A TO TANK OUTLET COVER 15.9 FEET CORNER B TO TANK OUTLET COVER: 31.1 FEET CORNER A TO D-BOX 28.3 FEET CORNER B TO D-BOX 31 FEET 108.34' �� Inspection r CORNER A .TO CHAMBER INLET COVER #1 34 FEET 14 75'\\ Port `` CORNER B TO CHAMBER INLET COVER #1 37.3 FEET 99--, _ I �\ CORNER A TO INSPECTION PORT 40.40 FEET ` zs' � CORNER B TO INSPECTION PORT 35.40 FEET Y 24' i Exl s 10111 SEPTIC TArK 0 _ 1000 y c+l J A DECK f17 �� / 4" PVC I fff Vent LOT #9 M EXISTING B LOT #1 1 4 BEDROOM HOUSE #179 DATE: ENGINEERS SIGNATUR GENERAL NOTES \�\ 3 CES - ENVIRONMENTAL SERVICES, INC. DID NOT SUPERVISE THE INSTALLATION OF THIS SYSTEM. CES - ENVIRONMENTAL SERVICES. INC. WAS NOTIFIED OF Cr THE CHANGES TO THE APPROVED DESIGN PLAN. LOT #10 o GRAVEL —00 THE PROPERTY LINES ARE APPROXIMATE AND w 1 12,210 Square Feet +/- COMPILED FROM THE SURVEY PLAN GENERATED BY DRIVEWAY Ofa ELDRIDGE ENGINEERING CO, BARNSTABLE, MA ENTITLED x ri "CERTIFIED PLOT PLAN OF LOT #10 BRISTOL AVENUE, HYANNIS, MA" w DATED MAY 11, 1981. IT SHOULD BE USED FOR NO PURPOSE L=108.38 OTHER THAN THE SEPTIC SYSTEM INSTALLATION. ' I R=1514.49' ?� AS BUILT OF SEPTIC SYSTEM ' FOR � �,s' TOL ��'1�TUE H 1 79 BRISTOL AVENUE (40 FOOT RIGHT OF WAY) HYAN N I S, MA ��� N MgSS9 PREPARED BY: N N CARJIE1V E. SHAY SHA ENVIRONMENTAL SERVICES, INC. ` 4. ?- P.O. BOX 627 0 20 40 50 s sP a EAST FALMOUTH, MA 02536 ' gN17AR�P TEL/FAX 508=539-7966 V SCALE:. 1."=20' DRAWN BY: CES DATE: APRIL 29, 2005 SCALE: 1 "=20' PROJECT#SD729 FILENAME: SD729AB.DWG SHEET 1 OF 1 I r VENT PIPE (0 Least 24 Inches tall) T SWtsANi?!t Schedule 40 PVC w Charcoal Odor Filter SECTION A L� NA1tk / DISALL ROUTLET PIPES FROM THE ,. °�,;, ... ;4e•*t" ' 1. .d *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. PROFILE VIEW O :_ ear• a t0' min. from F LEACHING SYSTEM SET LEVEL F R A SHALL f2 -12 -- „,,. s . house to septic tank D-Box cover must b< a Existing Foundation SET LEVELFOR AT LEAST 2 Ft CONCRETE COVER .., ._(.."„". i ".`.,q t, Septic tank covers must be within 6 in. of finished grade a Not t0 Scale T.O.F. elev. m 100.00 within 6 in, of finished 5 9 'OUTLET 2 rode : �, 3 - ... _ '._r.��_" ..�->_ Grade.over Septic Tonk - 98.50 Geode over D-Box - 98.50" a over SAS - 98.00 - I o '� KNOCKOUTS iY J I' to J" of 1/d' - f/E" ir..h d P.a.tone -f ��: / 1 1/2 ' wasAed 0,"A.d BEmrae - 5.5' ' 1 •ram - -(,rod 1 12' INLET - ' ._ t � . OUTLET I `-� , S 0.02 3 HOLE Top Load Etev. =94.50 4" PVC(CAPPED)INSPECTION PORT TO BE = `\; r: 6 ,' a 3' Moxirnum Cover - INSTALLED AND TO BE WITHIN ®' OF GRADE ."•- .- I e � u7 10 S-0.04 (H-t0) DIST. BOX y Top of SAS-Elev.=94.00 ///``` - 2' -. tl!itAist�I AveEXIST. PIPE N EXIST. 1,000 GA 4" - SCH. 40 Te =.°. .- is FROM FOUNDATION Sri.. . 10• 0.010' per toot Effective Depth t.75' < ' a SEPCr HCITOANI< 20 0 "4 PLAN SECTION CROSS-SECTION y i1 24 Effective �.ea. _. CONCRETE FULL FOUNDAllOf4� II -. rn rn ri 4- O - �J''ECteTlJati; n a4L 4 3 HOLE H-10 DISTRIBUTION BOX a ''....� SYSTEM PROFILE o NOT TO SCALE a w > NOT r 12 II LENGTHS AS SHOWN IN PLAN VIEW Not to Scale a> Effective Width ? _ ©,.BUF P.anA MaNa�ni&CopK.anY @2ftD<NAVTEO.: O a 6 In.of 3/4'-t 1/2' m ,SOIL ABSORPTION SYSTEM (SAS) GENERAL OTES compacted stone w .--._--- w INFILTRATOR MODEL 3050 (H-20 LOADING)/ SUMNER & DUNBAR 1. Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE Bottom of Test Hole I Elev.-E6.50 (OR EQUIVALENT) 2. The septic tank and distribution 12 stone.distribution box shall be set No Groundwater observed o 144` --'- ----"-'--'-'-'-'-"'------`- NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT 1S 24 level on 6„ of. 3/4 / 3. Backfill should be clean sand or gravel with no 1 stones over 3" in size. 4. This system is subject to inspection during installation P E R C O LAT I O 1^V TEST by Carmen E. Shay _ Environmental Services, Inc. 5. The contractor shall install this system in accordance Dote of Percolation Test: APRIL 25, 2005 with Title V of the Massachusetts state code, the approved plan Test Performed By: Carmen E. Shay, R.S., C.S.E. and Local Regulations. Witnessed By: WAIVER (per BARNSTABLE B.O.H) 6. If, during installation the contractor encounters any EXCAVATOR: Shay Environmental Srvcs., Inc. soil conditions or site conditions that are different Percolation Rote: 2 MPI 0 42" cD from those shown on the soil log or in our design installation must halt & immediate notification be 98 II made to Carmen E. Shay Environmental Services, Inc. n r 108.34 L 7. No vehicle or heavy machinery shall drive over the Test Hole ,\ septic system unless noted as H-20 septic components. No. 1 Failed '�- ` f0' 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.DEPTH SOILS ELEV., 99_,` Leach Pit t I _ 0 96.50' v i 1 .: 10. All solid piping, tees & fittings shall be 4" diameter Sandy Loam � 1 ��� Schedule 40 NSF PVC pipes with water tight joints. 10 YR 3/2 \� 16".v '1 11. Municipal Water is Connected to The Residence and Abutting � F. 24• 0'-12 A, 97.50 TEST HOLE #1 Properties Within 150 Feet. Sandy i ELEV = 98.50 1 Loom I- :\ 10 WR 5/6 f EXIST. 10001 GALLON 10 i � SEPTIC TANK I I THE PROPERTY ONES ARE APPROXIMATE AND 12"- 42' e, 94.50 t r r 12' --10' COMPILED FROM THE SURVEY PLAN GENERATED BY Medium LO j ELDRIDGE ENGINEERING CO, BARNSTABLE, MA ENTITLED Sand / 2f. \ "CERTIFIED PLOT PLAN OF LOT #10 BRISTOL AVENUE, HYANNIS, MA" 10 YR 7/4 4" PVC `98 --PROJECT BENCH MARK DATED MAY 11, 1981. IT SHOULD BE USED FOR NO PURPOSE _42" 144 G i DECK Vent TOP OF FOUNDATION OTHER THAN THE SEPTIC SYSTEM INSTALLATION. � ELEV. = 100.00 (Assumed) LOT #9 t NOTE: NO WETLANDS ARE PRESENT WITHIN 200 FEET OF PROPERTY. EXISTING M t ' LOT 11 EXISTING # E IS ING SAS TO BE PUMPED & :FILLED IN PLACE 4 BEDROOM os i �• fI07JSE 1 NOTE. ANYSTRIPPED t. _._ OUT SOIL CONTAINING LE�4CHATE FROM .THE EXISTING SA T S #i 79 „ S 0 BE DISPOSED I F z O AS PER BOARD OF HEALTH SPECIFICATIONS_ Perc #1 LEGEND . Depth to Perc: 42" to 60" �\ __ _ Perc Rate= 2 MPI -_-_. Groundwater Not Observed DENOTES PROPOSED No Observed ESHWT -------_ a c °� 104X 1 ADJUSTED H2O Elev. = None E d LOT # 10 SPOT GRADE GRAVEL 1 12,210 Square Feet +/- DENOTES EXISTING - -------- x 104.46 DRIVEWAY SPOT GRADE w PL PROPERTY LINE L=108.38 _ R1 PROPOSED CONTOUR - I R= 1514,4 9' ._-_._------ -- -97 EXISTING CONTOUR �F'_T S� 7,C�L A V-_�.�T ��� � DEEP TEST HOLE & ---- PERCOLATION TEST LOCATION 2-18" [NAM. ACCESS MANHOLES (40 FOOT RIGHT OF WAY) .- 6 FOOT STOCKADE FENCE e• ASSESSORS MAP 291, PARCEL 107 INLETOUT.> ET PLOT PLAN w r: THE_ACCESS COVERS FOR THE SEPTIC TANK, - - OF PROPOSED SEPTIC SYSTEM UPGRADE DISTRIBUTION BOX AND LEACHING COMPCNENT SET DEEPER THAN 6 INCHES BELOW FINISHED PREPARED FOR - - --- GRADE SHALL BE RAISED TO WITHIN 6` OF - \ �I u ,/�/ STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE. IV I S • PATRICIA 1 l O Y V A R D PLAN VIEW EVV INSTALL TUF-TITE GAS BAFFLES OR EQUALS - - 3-24' REMO ABLE COVERS-� BRIST0L AVENUE AT # 179 . .. .. HYANNIS , MA - 3 min. clearance �tSI MtEi Y--` INLET 8` mM.T- 2 mfi. inlet to outlet -- �----_ B'min Lw�d lewd i I a,nFT Design Calculations to"min. u- e 5 7` 5 ---� I_ Number of Bedrooms: 4 Bedroom EXISTING �ZH _$ s -7" sq PREPARED BY: E Garbage Grinder: No O � I �.. 4'-0" min. - O $% Lgola depth Leaching Capacity Required: 440 Gal./Day (MIN. PER TITLE V) O� m I/,� /�/j�j �T . ��� Septic Tank c 2 x 440 Gal./Day = 880 USE EXIST. 1,000 GAL. Septic Tank. 1 r~l Li.l Y a S Jpercolation rate of <2 min./inch S ENVIRONMENTAL SERVICES, INC. OIL ABSORPTION AREA: Using o Bottom Area: 0.74 gal/sq. ft. x 444 sq. ft. 328.56 gallons 0 20 40 50 B o 4' -10" Sidewall Area: 0.74 gal./sq. ft. x 200 sq. ft. = 148 gallons G � P.O. BOX 627 _CROSS SECTION END-SECTION Providing: = 476.56 gallons STER EAST FALMOUTH, MA 02536 gN1TARlP� Use: (5) 3050 H-10 INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, " TEL/FAX 508-548-0796 TYPICAL 1000 GALLON SEPTIC TANK TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND 2' OF WASHED STONE ON THE ENDS. SCALE: 1 "=20' SCALE: 1 "=20' DRAWN BY: CES DATE: APRIL 26, 2005 NOT TO SCALE UNITS TO BE SEPARATELY PIPED AND PLACED AS SHOWN. PROJECT#SD729 FILENAME: SD729PP.DWG SHEET 1 OF 1